HomeMy WebLinkAboutBOATLIFT - ALUMINUM ELEVATORENGINEERING REVIEW:
BOAT LIFT MOUNTING BRACKETS AND
SPECIFIED MOUNTING HARDWARE COMPLY
WITH WIND LOAD REQUIREMENTS OF
THE 67H EDITION (2017) FLORIDA BUILDING
CODE, PER ASCE 7-10, AND PER DESIGN
LOAD REQUIREMENTS OF THE 2015
EDITION ALUMINUM ASSOCIATION'S
ALUMINUM DESIGN MANUAL.
MOUNTING BRACKETS INSTALLED PER
HI —TIDE INSTRUCTIONS, WILL EXCEED
ULTIMATE DESIGN WIND SPEED OF 180 MPH
(EXPOSURE CATEGORY C OR D)
BOATS ARE TO BE REMOVED FROM BOAT
LIFTS PRIOR TO A MAJOR WIND EVENT.
PILINGS•
PILING PENETRATION TO BE 10'
INTO THE SAND BOTTOM OR 5'
INTO ROCK STRATA,
SUB —SURFACE CONDITIONS CAN
VARY GREATLY, THE
CONTRACTOR SHALL VERIFY ALL
PILE CAPACITIES TO COMPLY
WITH FBC 2017. ALL PILINGS TO
BE 10" MINIMUM
DIAMETER 2.5 C.C.A
PRESSURE TREATED WOOD,
PRE —STRESSED CONCRETE OR
COMPARABLE EQUIVALENT.
CONCFALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILTTUF THE
SE__7
AWALL CAPACITIES
SHALL VERIFY
SEAWALL CAPACITIES TO COMPLY
W I T H F B C 2 0 1 7.
ELECTRICAL R W W.• X2 ELECTRICAL REVIEW.•
314 HP ELECTRIC MOTOR 1-112 HP ELECTRIC MOTOR
10.8 AMPS 0 115V EACH -- AMPS 0 115V EACH
5.4 AMPS ® 230V EACH 9.6 AMPS 0 230V EACH
QUANTITY.• 2 QUANTITY 2
TOTAL WATTS: 2484 TOTAL WATTS: 4416
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CONTRACTOR OF
10,000 LB. ALUMINUM ELEVATOR &
ALUMINUM ELEVATOR X2 (2017 FBC)
R. HYDE SCALE. NTS DATE:112118 REV.• 7
NOTE TO EXAMINER:
THIS CERTIFIED ENGINEERED';
DRAWING HAS BEEN PREPARED
SPECIFICALLY FOR USE ONLY BY:
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Lucie County
ROGER SABER
P.E. NO. 4JB55
MCR PROFESSIONAL ENGINEERING
C.A. NO. 26967 1
1014 NW PINELAK£ DR STUART, FL 34994
PILING MOUNTING
MINIMUM (2) 5/8-DIA THREADED
ROD PER MOUNT REQUIRED FOR MOUNTING
ALTERNATE SEAWALL MOUNTING
MINIMUM (2) 5/8- DIA ANCHORS
REQUIRED FOR MOUNTING
I"°E A "15 FND All. FlO" 4 V9 1
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ARE 3URJ£ A81Y REC`
RECUIEDG''F1 RSTFIAT
t'1�Y DE N�C�"3A#Fff 1P! MER TO
BOA TLIFTS AND MARINE PRODUCTS
4050 SELWTZ ROAD